<?xml version="1.0" encoding="utf-8" standalone="no"?>
<!DOCTYPE article SYSTEM "http://www.drink-water-eng-sci-discuss.net/inc/dwesd/copernicus.dtd">
<article language="en">
	<journal>
		<journal_title>Drinking Water Engineering and Science Discussions</journal_title>
		<journal_url>www.drink-water-eng-sci-discuss.net</journal_url>
		<issn>1996-9473</issn>
		<eissn>1996-9481</eissn>
		<volume_number>1</volume_number>
		<issue_number>2</issue_number>
		<publication_year>2008</publication_year>
	</journal>
	<doi>10.5194/dwesd-1-155-2008</doi>
	<article_url>http://www.drink-water-eng-sci-discuss.net/1/155/2008/</article_url>
	<abstract_html>http://www.drink-water-eng-sci-discuss.net/1/155/2008/dwesd-1-155-2008.html</abstract_html>
	<fulltext_pdf>http://www.drink-water-eng-sci-discuss.net/1/155/2008/dwesd-1-155-2008.pdf</fulltext_pdf>
	<start_page>155</start_page>
	<end_page>172</end_page>
	<publication_date>2008-10-21</publication_date>
	<article_title content_type="html">Hydraulic modelling of drinking water treatment plant operations</article_title>
	<authors>
		<author numeration="1" affiliations="1,2">
			<name>G. I. M. Worm</name>
			<email>ignaz.worm@pwn.nl</email>
		</author>
		<author numeration="2" affiliations="3">
			<name>G. A. M. Mesman</name>
		</author>
		<author numeration="3" affiliations="4,5">
			<name>K. M. van Schagen</name>
		</author>
		<author numeration="4" affiliations="6">
			<name>K. J. Borger</name>
		</author>
		<author numeration="5" affiliations="2">
			<name>L. C. Rietveld</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">PWN Water Supply Company North-Holland, PO Box 2113, 1990 AC, Velserbroek, The Netherlands</affiliation>
		<affiliation numeration="2" content_type="html">Delft University of Technology, Faculty of Civil Engineering and Geosciences, Department of Water Management, PO Box 5048, 2600 GA, Delft, The Netherlands</affiliation>
		<affiliation numeration="3" content_type="html">KWR, Groningenhaven 7, 3433 PE, Nieuwegein, The Netherlands</affiliation>
		<affiliation numeration="4" content_type="html">DHV, PO Box 1132, 3800 BC, Amersfoort, The Netherlands</affiliation>
		<affiliation numeration="5" content_type="html">Delft Center for Systems and Control, Delft University of Technology, Mekelweg 2, 2628 CD Delft, The Netherlands</affiliation>
		<affiliation numeration="6" content_type="html">Vitens, PO Box 1090, 8200 BB, Lelystad, The Netherlands</affiliation>
	</affiliations>
	<abstract content_type="html">For a drinking water treatment plant simulation, water quality models, a
hydraulic model, a process-control model, an object model, data management,
training and decision-support features and a graphic user interface have
been integrated. The integration of a hydraulic model in the simulator is
necessary to correctly determine the division of flows over the plant&apos;s
lanes and, thus, the flow through the individual treatment units, based on
valve positions and pump speeds. The flow through a unit is one of the most
important parameters in terms of a unit&apos;s effectiveness. In the present
paper, a new EPAnet library is presented with the typical hydraulic elements
for drinking water treatment processes. Using this library, a hydraulic
model was set up and validated for the drinking water treatment plant
Harderbroek.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Daugherty, R. L., Franzini, J. B., and Finnemore, E. J.: Fluid mechanics with engineering applications, 8 Ed., McGraw-Hill Book Company, New York, 598 pp., 1985. </reference>
		<reference numeration="2" content_type="text"> Fontenot, E., Ingeduld, P., and Wood, D.: Real Time Analysis of Water Supply and Water Distribution Systems, World Water and Environmental Resources Congress, Philadelphia, Pennsylvania, 443–452, 2003. </reference>
		<reference numeration="3" content_type="text"> Gallard, H., Von Gunten, U., and Kaiser, H. P.: Prediction of the disinfection and oxidation efficiency of full-scale ozone reactors, J. Water Supply Res. T., 52, 277–290, 2003. </reference>
		<reference numeration="4" content_type="text"> Hranisavljevic, D., Mazounie, P., MacLean, G. W., and Cox, R. J.: Cooperation between private enterprise and applied research – Prospect Water Filtration Plant, Water Supply, 17, 425–430, 1999. </reference>
		<reference numeration="5" content_type="text"> Martínez, F., Hernández, V., Alonso, J. M., Rao, Z., and Alvisi, S.: Optimizing the operation of the Valencia water-distribution network, J. Hydroinform., 9, 65–78, 2007. </reference>
		<reference numeration="6" content_type="text"> de Moel, P. J., Verberk, J. Q. J. C., and Van Dijk, J. C.: Drinking water : principles and practices, World Scientific Publishing Co. Pte. Ltd., Delft, 413 pp., 2006. </reference>
		<reference numeration="7" content_type="text"> Rossman, L. A.: EPANET 2 Users manual, National Risk Management Research Laboratory, Water supply and water resources division, Cincinnati, 33–34, 2000. </reference>
		<reference numeration="8" content_type="text"> Van Schagen, K. M., Babuska, R., Rietveld, L. C., and Baars, E. T.: Optimal flow distribution over multiple parallel pellet reactors: A model-based approach, Water Sci. Technol., 53, 493–501, 2006. </reference>
		<reference numeration="9" content_type="text"> Worm, G. I. M., Van der Helm, A. W. C., Lapikas, T., Van Schagen, K. M., and Rietveld, L. C.: Integration of models, data management, interfaces, and training and decision support in a drinking water treatment plant simulator, Environ. Modell. Softw., in review, 2008. </reference>
	</references>
</article>
